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PROCEDURES AND APPLICATIONS FOR IMPROVEMENT OF BODIES AND OPERATIONS

机译:改进机构和操作的程序和应用

摘要

PCT No. PCT/MC86/00003 Sec. 371 Date Aug. 13, 1987 Sec. 102(e) Date Aug. 13, 1987 PCT Filed Oct. 3, 1986 PCT Pub. No. WO87/02724 PCT Pub. Date May 7, 1987.A breakwater for attenuating the sea-swell effects of waves includes a bottom plate rigidly supporting and adapted to be immersed in a body of water. A generally upwardly extending solid front wall is formed at an upstream edge of the plate and an upper end of the front wall extends above the surface of the body of water. A generally upwardly extending rear wall is formed at a downstream edge of the bottom plate and has a plurality of regularly spaced orifices formed therein. A generally upwardly extending intermediate wall is formed between the front wall and the rear wall and also includes orifices, the front wall and the intermediate wall forming therebetween an energy dissipation basin. The front wall extends above the surface of the body of water so as to prevent the passage of a sea swell above the bottom plate as long as the amplitude of the swell is average. The water between the bottom plate and the bottom surface of the body of water behaves like an inert obstacle whereby at least a portion of an incident sea swell is reflected and any swell wave transmitted downstream is of reduced amplitude.
机译:PCT号PCT / MC86 / 00003秒371日期1987年8月13日102(e),1987年8月13日,PCT,1986年10月3日,PCT公开。 WO87 / 02724 PCT公开号日期为1987年5月7日。用于减弱波浪的海浪效应的防波堤包括牢固支撑并适于浸入水中的底板。大体向上延伸的实心前壁形成在板的上游边缘处,并且前壁的上端在水体的表面上方延伸。大体上向上延伸的后壁形成在底板的下游边缘处,并具有形成在其中的多个规则间隔的孔。大体向上延伸的中间壁形成在前壁和后壁之间,并且还包括孔口,前壁和中间壁在它们之间形成能量耗散盆。前壁在水体表面上方延伸,以防止海浪从底板上方通过,只要该浪涌的幅度是平均的即可。底板和水体底表面之间的水的行为就像是惰性障碍物,由此反射了至少一部分入射海浪,并且向下游传输的任何浪波的振幅都减小了。

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